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Settlement predictions for normally consolidated alluvial silt

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Title Settlement predictions for normally consolidated alluvial silt
Names Rippe, Arlan H. (creator)
Schroeder, W. Lee (advisor)
Date Issued 1975-05-09 (iso8601)
Note Graduation date: 1975
Abstract Settlement of structures built on geologically
recent compressible alluvium is a common cause of
concern during design. Total settlement results from
a combination of: 1) initial elastic settlement,
2) primary consolidation, and 3) secondary compression.
The reliability of prediction of total settlement is
affected by an understanding of these components and
their interdependence. Conventional laboratory tests
are used to evaluate primary consolidation. Methods
which reliably predict secondary settlement on the
basis of laboratory data are not well established in
the literature.
Preloading is a method to improve subsurface
conditions and reduce the magnitude of final settlement
beneath a structure. A preload fill is placed to precompress the site prior to construction so that
settlements occurring after construction are tolerable.
In the course of preparing development plans
for a site located along the Columbia River, a preloading
program had been established. Following a
general review of the literature on the subject matter,
this paper describes the site conditions and preload
program and presents laboratory data and field settlement
measurements for that project. The field measurements
indicate that preloading can significantly reduce
settlement of structures built on soft sandy silts and
clayey silts which comprise the lower Columbia River
alluvium. Secondary settlement is a significant portion
of the settlement experienced on these soils and it
can be controlled by preloading. The results of
extensive conventional laboratory testing is correlated
with the results of field measurements. A method is
proposed to predict, on the basis of conventional
laboratory tests, settlement on the alluvial soils
deposited along the lower Columbia River.
Genre Thesis/Dissertation
Topic Silt
Identifier http://hdl.handle.net/1957/44264

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